Lake Worth Lagoon-Plans_20230519.pdf

PDF 9 MB Posted Jun 8, 2023

Attached to: LAKE WORTH LAGOON ECOSYSTEM RESTORATION PROJECT, CONTINUING AUTHORITIES PROGRAM (SECTION 1135), PALM BEACH COUNTY, FLORIDA Federal contract opportunity
Solicitation number: W912EP23B0014
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Other files attached to LAKE WORTH LAGOON ECOSYSTEM RESTORATION PROJECT, CONTINUING AUTHORITIES PROGRAM (SECTION 1135), PALM BEACH COUNTY, FLORIDA, newest first.
File	Type	Posted
C.04. W912EP23B0014 Lake Worth Lagoon.pdf	PDF	Oct 4, 2023
W912EP23B0014 Amendment 0004.pdf	PDF	Sep 22, 2023
B.08 W912EP23B0014 Amendment 0003.pdf	PDF	Sep 18, 2023
B.08 W912EP23B0014 Amendment 0002.pdf	PDF	Aug 25, 2023
23B0014_PreBid SIte Visit_Roster 2.pdf	PDF	Aug 25, 2023
23B0014_PreBid SIte Visit_Roster.pdf	PDF	Aug 25, 2023
23B0014_PreBid SIte Visit_Memo.pdf	PDF	Aug 25, 2023
B.08 Am 0001, Lake Worth Lagoon (W912EP23B0014).pdf	PDF	Jul 20, 2023
23B0014_LakeWorthLagoon_FY23_SPECSVol.2_RTA.pdf	PDF	Jun 8, 2023
GDR_Lake Worth Lagoon_GDR FY22_final - 08102022.pdf	PDF	Jun 8, 2023
B.08 Specs Vol. 1, Lake Worth Lagoon.pdf	PDF	Jun 8, 2023

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SINGER

ISLAND

TOWN OF PALM BEACH

RESTORATION/PLACEMENT AREA

BORROW AREA

LAKE WORTH BEACH

A T L A N T I C O C E A N

P A L M B E A C H C O U N T Y

S T A T E O F F L O R I D A

WEST PALM BEACH

BONEFISH COVE

L A K

E W

O R

T H

L A

G O

O N

I W W

C H

A N

N E

P A

L M

E A

C H

A R

B O

E N

T R

A N

N N

E L

SOLICITATION NO.:

Jacksonville District

LAKE WORTH LAGOON ECOSYSTEM

RESTORATION PROJECT, CONTINUING

AUTHORITIES PROGRAM (SECTION 1135)

PALM BEACH COUNTY, FLORIDA

W912EP23B0014

US Army Corps of Engineers

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US Army Corps of Engineers

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GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS, SYMBOLS AND SURVEY NOTES

G-03

G-04

G-08

G-09

PROJECT OVERVIEW AND SURVEY CONTROL

EXISTING CONDITIONS - BONEFISH COVE

EXISTING CONDITIONS - PEANUT ISLAND

SHEET TITLE

SHEET ID

CIVIL

C-01

C-03

C-04

C-05

EXCAVATION PLAN - FIND DMMA

CROSS SECTIONS - FIND DMMA

CROSS SECTIONS - PPB DMMA

SITE PLAN - BONEFISH COVE

CONTROL DATA - PEANUT ISLAND

NTS

G-07

CONSTRUCTION LIMITS AND BORING LOCATIONS - BONEFISH COVE

C-06

CROSS SECTIONS - BONEFISH COVE

C-07

CROSS SECTIONS - BONEFISH COVE

C-08

TYPICAL ROCK PLACEMENT DETAILS

G-06

CONSTRUCTION LIMITS AND BORING LOCATIONS - PEANUT ISLAND

G-05

CONTROL DATA - BONEFISH COVE

C-02 EXCAVATION PLAN - PPB DMMA

RESOURCE

R-01 PEANUT ISLAND - UTILITIES RELOCATION FPL/BELLSOUTH SITE PLAN

R-02 PEANUT ISLAND - UTILITIES RELOCATION PROPOSED DIRECTIONAL BORE PROFILES

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

LOCATION

OF WORK

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

ATLANTIC

OCEAN

FT. LUDERDALE

WEST PALM BEACH

REFERENCE SYMBOL KEY

0.5

ABBREVIATIONS

LEGEND

CONTROL MONUMENT (VERTICAL)

CONTROL MONUMENT (HORIZ. AND VERTICAL)

EXISTING CONTOUR

TOPOGRAPHIC SHOT

FALLS OFF SHEET

DISCIPLINE DESIGNATOR

G - GENERAL

V - SURVEY/MAPPING

C - CIVIL

R - RESOURCE

GENERAL NOTES

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS

OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE

PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED

TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). AT PEANUT ISLAND, ALL ELEVATIONS

SHOWN BELOW REFERENCED DATUM ARE ASSIGNED THE MINUS SYMBOL (-).

ADDITIONALLY, AT BONEFISH COVE, ALL ELEVATIONS SHOWN ABOVE THE REFERENCED

DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE

UNITS OF U.S. SURVEY FEET.

5. UNLESS OTHERWISE INDICATED, FEATURES ARE MEASURED PERPENDICULAR TO THE

CONSTRUCTION BASELINE (CBL).

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY

SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH

FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION

OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL

INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS. AERIAL IMAGERY FROM

BING WITHIN AUTOCAD. DATE OF AERIAL IMAGERY UNKNOWN.

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

FULL SECTION

OBJECT REFERENCED

C-02

DRAWING WHERE

SHOWN

VIEWING PLANE

CUTTING PLANE LINE

C-02

DRAWING AREA - PLAN VIEW

IDENTIFICATION

400'0 200'20' 40'0

DRAWING AREA - CROSS SECTION VIEW

CROSS SECTIONC

C-16

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

IDENTIFICATION

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

VERTICAL HORIZONTAL

APPROX

BLVD

CBL

DMMA

EXIST

EOB

FDEP

FIND

HORZ

IWW

MAX

MHW

MIN

MLLW

MLW

NAVD88

NOAA

NTS

PPB

SHT

STA

TOB

TOL

TOS

TYP

USACE

VEG

VERT

APPROXIMATE

BOULEVARD

BEGINING POINT

CONSTRUCTION BASELINE

CENTERLINE

DREDGED MATERIAL MANAGEMENT AREA

ELEVATION

END POINT

EXISTING

EDGE OF BERM

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA INLAND NAVIGATION DISTRICT

FOOT/FEET

HORIZONTAL

INTRACOASTAL WATERWAY

LINEAR FOOT

MAXIMUM

MEAN HIGH WATER

MINIMUM

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1998

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOT TO SCALE

ON CENTER

POINT OF INTERSECTION

PORT OF PALM BEACH

SHEET

STATION

TOP OF BERM

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

VEGETATION

VERTICAL

EXISTING BOTTOM

MANGROVE ISLANDS

RIPRAP

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

C-03

PARTIAL SECTION

EXISTING CHAIN-LINK FENCE

EXISTING FIBER OPTIC BURIED CABLE

CONSTRUCTION LIMITS

EXISTING WATERMAIN

STAGING AREA

SURVEY NOTES

PEANUT ISLAND SURVEY NOTES:

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE

BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE

CONSIDERED WHEN OBTAINING SCALED DATA.

SURVEY NOTES:

1. THIS TOPOGRAPHIC SURVEY WAS CONDUCTED ON SEPTEMBER

22-24, 2020 AND OCTOBER 14-15, 2020.

2. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF

THE SURVEY ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING

AT THE TIME.

3. DATA WAS COLLECTED USING THE GLOBAL NAVIGATION SATELLITE

SYSTEM (GNSS) WITH REAL TIME KINEMATIC GLOBAL POSITIONING

SYSTEMS (RTK GPS).

4. VERTICAL AND/OR HORIZONTAL MEASUREMENTS ARE BASED ON

CONTROL MONUMENTS “T402," "R402," "Q402," "PEANUTS IRC,"

"SNOOPY IRC," AND "CHARLIE IRC." START AND END OF DAY

CONTROL CHECKS WERE PERFORMED USING VRS AND RTK GPS.

5. HORIZONTAL COORDINATES ARE PRESENTED IN US SURVEY FEET

RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM

BASED ON THE TRANSVERSE MERCATOR PROJECTION, EAST ZONE,

NORTH AMERICAN DATUM OF 1983(2011).

6. ELEVATION DATA WERE COLLECTED AND PRESENTED IN US

SURVEY FEET RELATIVE TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88).

7. TOPOGRAPHIC DATA WAS COLLECTED USING TRIMBLE R10 AND

R8-4 RTK GPS RECEIVERS.

8. LANDS WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP, OR

OTHER INSTRUMENTS OF RECORD.

BONEFISH COVE SURVEY NOTES:

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE

BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED

WHEN OBTAINING SCALED DATA.

SURVEY NOTES:

1. THIS HYDROGRAPHIC SURVEY WAS CONDUCTED ON NOVEMBER 4,

2020 AND NOVEMBER 25TH, 2020.

2. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF THE

SURVEY ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS

INDICATING THE GENERAL CONDITIONS EXISTING AT THE TIME.

3. DATA WAS COLLECTED USING VIRTUAL REFERENCE STATIONS (VRS)

AND REAL TIME KINEMATIC GLOBAL POSITIONING SYSTEMS (RTK GPS).

4. VERTICAL AND/OR HORIZONTAL MEASUREMENTS ARE BASED ON

CONTROL MONUMENTS “BRAY-A" AND "A14-A". START AND END OF DAY

CONTROL CHECKS WERE PERFORMED USING VRS.

5. HORIZONTAL COORDINATES ARE PRESENTED IN US SURVEY FEET

RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM BASED

ON THE TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH

AMERICAN DATUM OF 1983(2011).

6. ELEVATION DATA WERE COLLECTED AND PRESENTED IN US SURVEY

FEET RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

7. SOUNDING DATA WAS COLLECTED USING ODOM HYDROTRAC

SOUNDER. TRIMBLE R8-4 RTK GPS RECEIVER WAS USED FOR

POSITIONING AND WATER LEVEL CORRECTIONS.

8. LANDS WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP, OR

OTHER INSTRUMENTS OF RECORD.

9. MUD PROBES WERE COLLECTED USING A METAL PROBE WITH

REFUSAL MEASURED FROM THE TIDE CORRECTED WATER SURFACE.

FILL SOURCE (TO BE EXCAVATED)

TIDAL RELATIONSHIPS

NAVD88

2.34'

MSL

0.97'

2.49'

MLW

MLLW

MHW

MHHW

0.37'

0.55'

DATUMS FROM NOAA STATION 8722588

(PORT OF WEST PALM BEACH, FL.)

EXISTING ELECTRICAL BURIED CABLE

H T

W R

A B

B R

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I A

T I O

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B O

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A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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K E

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D E

S I G

N E

C O

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L I C

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Y=890000

Y=880000

Y=870000

Y=860000

Y=850000

Y=840000

Y=830000

Y=820000

A T L A N T I C O C E A N

P A L M B E A C H

C O U N T Y

TOWN OF

PALM BEACH

PHIPPS

OCEAN PARK

PEANUT

ISLAND

BONEFISH COVE

I W

H A

N N

E L

PALM BEACH HARBOR

ENTRANCE CHANNEL

L A

O O

SOUTHERN BLVD

LAKE WORTH

BEACH PARK

L A

O O

A P

P R

O X

I M

A T

E L

A U

T I C

E S

SINGER

ISLAND

BLUE HERON BLVD

45TH ST

PALM BEACH LAKES BLVD

OKEECHOBEE BLVD

FOREST HILL BLVD

I-95 US 1

SR A1A

10TH AVE N

LAKE AVE

6TH AVE N

LANTANA AVE

RESTORATION/

PLACEMENT AREA

BLUE HERON BLVD BRIDGE

FLAGLER MEMORIAL BRIDGE

ROYAL PARK BRIDGE

SOUTHERN BLVD BRIDGE

LAKE AVE BRIDGE

LANTANA AVE BRIDGE

A 310 RESET

WOLFE

BORROW AREA

F 548

R 402

Q 402

BRAY-A

A14-A

LAND-BASED

STAGING AREA

G 315

BBBZ46

BBGN25

971,557.10

969,670 SC

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY NO.

22-101 - SURVEY CONTROL

WOLFE

A 310 RESET

5.02

4.13

N/A

6.62

888,070.30

887,140 SC

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR HORIZONTAL CONTROL.

22-101 AND 22-136

PEANUT ISLAND - SURVEY CONTROL

F 548

Q 402

R 402

AJ8885

AD8030

AD8029

886,441.55

878,078.80

880,589.76

960,613.33

963,077.38

962,879.06

19.82

16.23

17.96

N/A

NOTE:

1. REFER TO THE PUBLISHED SURVEY NOTES IN THESE PLANS, AND THE

SURVEY REPORTS ON FILE WITH THE DISTRICT OFFICE.

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

BONEFISH COVE - SURVEY CONTROL

BRAY-A

A14-A

G 315

N/A

AD2716

824,587.01

823,080.95

814,040.SC

970,365.06

970,242.86

969,800.SC

4.46

3.95

3.66

N/A

NOTE:

1. REFER TO THE PUBLISHED SURVEY NOTES IN THESE PLANS, AND THE

SURVEY REPORTS ON FILE WITH THE DISTRIC OFFICE.

2. "SC" INDICATES A SCALED HORIZONTAL POSITION TO BE USED AS A FIELD

LOCATION AID ONLY. DO NOT USE FOR HORIZONTAL CONTROL.

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

H T

W R

P R

O J E

R V

I E

V E

O N

T R

N E

R A

G-03

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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C H

E C

K E

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D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

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I S

S U

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SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

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B O

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F I S

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T O

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T I O

L A

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P A

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L O

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4000' 8000'0

PROJECT VICINITY

1. REFER TO SURVEY NO. 22-101.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE

DATUM (KTD) MODEL. KTD FILE NAME IS: "PALMBEACH_2018 05 03.KTD".

4. ALL ELEVATIONS BELOW THE CHART DATUM ARE PRECEDED BY A (-) SIGN.

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE

CURRENT REALIZATION OF THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

REFERENCE BASE LOCATED AT "WOLFE" (OPUS PID: BBBZ46)

TIDE STAFF LOCATED FROM "COE A 310 RESET" (PID: BBGN25)

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW

HEIGHT OF THE BENCHMARK ASSOCIATED BELOW:

NOAA TIDAL STATION 872-2588, PORT OF W. PALM BEACH, LAKE WORTH (PID: BBGN25)

VERTICAL MEASUREMENTS WERE MADE USING A RESON T50 AND A CEEHYDRO DUAL-FREQUENCY SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS

SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY CUT

SB-44 18 MAY 2022 SETTLING BASINS

SB-44 01 JUN 2022 ENTRANCE CHANNEL

SB-44 02 JUN 2022 CUTS 1 AND 2

SB-44 03 JUN 2022 TURNING BASIN

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE

TIME OF THE SURVEY.

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

PALM BEACH HARBOR SURVEY NOTES:

BRIDGES BETWEEN PEANUT ISLAND AND BONEFISH COVE

FLAGLER MEMORIAL (SR A1A) OPENS ON THE 1/4 AND 3/4 HOUR VERTICAL CLEARANCE (CLOSED) 21 FT

ROYAL PARK (SR-704) OPENS ON THE HOUR AND 1/2 HOUR VERTICAL CLEARANCE (CLOSED) 21 FT

SOUTHERN BOULEVARD (SR-700/80) OPENS ON THE 1/4 AND 3/4 HOUR VERTICAL CLEARANCE (CLOSED) 21 FT

LAKE WORTH AVENUE (SR-802) OPENS ON DEMAND VERTICAL CLEARANCE (CLOSED) 35 FT

LAND-BASED STAGING AREA LOCATED APPROXIMATELY

6 NAUTICAL MILES NORTH OF PEANUT ISLAND

(PARCEL NO. 00434129000005610); DMMA MSC 617C

NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM/VERIFY BRIDGE OPENING SCHEDULES AND

CLEARANCES AND ANY OTHER PHYSICAL LIMITATIONS THAT MAY AFFECT WORK.

21+

PPB DMMA BERM CREST CENTERLINE

POINT

(X) EASTING

966948.2

967099.0

967113.6

967124.5

967165.4

967169.7

967174.4

967177.4

967176.8

967173.4

967168.6

967105.8

967060.0

967036.9

967034.4

967035.0

967041.4

967102.6

967115.3

967157.8

(Y) NORTHING

887,823.8

887,820.0

887,809.6

887,743.8

887,736.0

887,723.5

887,704.7

887,690.8

887,676.4

887,664.9

887,543.3

887,454.3

887,408.5

887,396.0

887,385.1

887,371.1

887,274.9

887,263.7

887,253.4

PPB DMMA BERM CREST CENTERLINE

POINT

(X) EASTING

967220.9

967232.4

967229.5

967222.8

967186.6

967006.1

966983.0

966952.3

966900.2

966887.7

966821.8

966757.3

966746.3

966690.9

966619.1

966590.6

966567.9

966562.1

966560.2

966556.8

(Y) NORTHING

887,239.9

887,231.5

887,211.2

887,197.0

887,126.7

886,983.6

886,978.4

886,975.2

886,979.7

886,981.5

886,991.5

887,017.9

887,023.7

887,054.5

887,121.0

887,148.3

887,178.0

887,189.5

887,212.8

887,249.4

PPB DMMA BERM CREST CENTERLINE

POINT

(X) EASTING

966555.2

966555.5

966558.2

966564.3

966585.2

966610.2

966623.6

966626.5

966640.1

966645.8

966663.7

966671.8

966677.0

966682.8

966688.9

966695.3

966703.1

(Y) NORTHING

887,275.0

887,279.2

887,289.8

887,308.7

887,382.7

887,492.2

887,581.1

887,589.8

887,620.1

887,641.2

887,705.0

887,726.2

887,737.5

887,746.9

887,755.2

887,761.2

887,766.8

FIND DMMA BERM CREST CENTERLINE

POINT

(X) EASTING

967845.2

967930.7

967947.0

967957.7

968087.2

968021.6

967989.6

967926.4

967540.0

967499.3

967466.3

967344.4

967211.9

967048.8

967007.8

967004.6

967076.1

967767.6

(Y) NORTHING

887,909.1

887,924.6

887,932.2

887,946.6

888,267.4

888,756.9

888,816.4

888,840.2

888,831.1

888,805.6

888,659.3

888,448.6

888,168.0

888,099.8

888,013.1

887,964.0

887,895.0

PEANUT ISLAND

FIND DMMA

PPB DMMA

(EXCAVATE FIRST)

(EXCAVATE SECOND)

H T

W R

C O

N T

R O

A T

E A

N U

I S

L A

N E

R A

G-04

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

100' 200'0

CONTROL DATA - PEANUT ISLAND

LOADING ZONE

STAGING

AREA

EXISTING

ASPHALT

HAUL ROAD

EXISTING

BULKHEAD

CB-LWL-1901

CB-LWL-1902

CB-LWL-1903

CB-LWL-1904

CB-LWL-1905

CB-LWL-1906

CB-LWL-1908

CB-LWL-1907

CB-LWL-1911

CB-LWL-1910

CB-LWL-1912

CB-LWL-1914

CB-LWL-1913

CB-LWL-1909

PEANUT ISLAND

L A K E W O R T H L A G O O N

PEANUT ISLAND

WEST DOCKS

CONSTRUCTION

LIMITS

CONSTRUCTION LIMITS

DMMA BERM CREST CENTERLINE (TYPICAL)

PALM BEACH

MARITIME MUSEUM

EXISTING FENCE

FIND DMMA

PPB DMMA

CONSTRUCTION LIMITS

POINT

(X) EASTING

967,966

968,113

968,033

967,429

966,942

966,763

966,654

966,603

966,585

966,461

966,333

966,394

966,560

966,515

966,517

966,549

966,614

966,691

966,780

966,922

(Y) NORTHING

887,903

888,262

888,855

888,165

887,929

887,798

887,698

887,625

887,550

887,401

887,354

887,355

887,263

887,228

887,166

887,104

887,039

886,992

886,958

CONSTRUCTION LIMITS

POINT

(X) EASTING

967,024

967,072

967,213

967,250

967,176

967,127

967,182

967,400

967,632

967,765

(Y) NORTHING

886,965

887,001

887,113

887,243

887,353

887,451

887,632

887,818

887,877

887,867

EXISTING WALKING PATH

EXISTING BRIDGE

(EXCAVATE FIRST)

(EXCAVATE SECOND)

H T

W R

P E

A N

L A

N D

C O

N S

T R

U C

T I O

L I M

I T

I N

L O

C A

T I O

N S

G E

N E

R A

G-05

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

PLAN - PEANUT ISLAND

CORE BORING

IDENTIFIERB01

AUGER BORING

IDENTIFIER

CB-LWL-1901

MP1

PROBE

IDENTIFIER

LEGEND

REFER TO SPECIFICATION SECTION

00 31 32 GEOTECHNICAL DATA REPORT

PEANUT ISLAND

F O

EXISTING

UTILITY EASEMENT

EXISTING

TOE OF SLOPE

EXISTING

TERMINAL BOX

EXISTING

BURIED CABLE

EXISTING

OLD GOVERNMENT

MAGAZINE AREA

EXISTING

CHAIN-LINK FENCE

EXISTING

BRIDGE

EXISTING

6" WATERMAIN

EXISTING

FENCE

E E

EXISTING

DEBRIS

FENCE CONTINUES

UNKNOWN DIRECTION

FENCE CONTINUES

UNKNOWN DIRECTION

EXISTING

SUBMERGED

PIPELINE

EASEMENT

EXISTING ELECTRICAL

CABINETS AND VAULTS

L A K E W O R T H L A G O O N

FIND DMMA

PPB DMMA

EXISTING

BRIDGE

EXISTING

ASPHALT

HAUL ROAD

EXISTING

BULKHEAD

EXISTING WALKING PATH

EXISTING ABANDONED

WEIR STRUCTURE

EXISTING

BURIED PIPELINE

(EXCAVATE FIRST)

(EXCAVATE SECOND)

EXISTING

SUBMERGED

PIPELINE

EASEMENT

H T

W R

P E

A N

L A

N D

E X

I S

T I N

O N

D I T

I O

N S

G E

N E

R A

G-06

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

PLAN - EXISTING SITE CONDITIONS - PEANUT ISLAND

1. SEE RESOURCE DRAWINGS FOR ADDITIONAL UTILITIES DETAILS.

GENERAL SHEET NOTES

CHANNEL

BONEFISH COVE

POINT (Y) NORTHING

(X) EASTING

PB-46

PB-47

830,082.2

819,698.9

IWW CHANNEL CENTERLINE

CONTROL POINTS

A T L A N T I C O C E A N

PB-47

968,601.1

968,108.8

BC1

BC2

POINT (Y) NORTHING

(X) EASTING

BC1

BC2

828,046.5

824,750.2

CONSTRUCTION BASELINE (CBL)

ALIGNMENT CONTROL DATA

969,305.5

969,149.2

CBL

LAKE WORTH LAGOON

PB-46

LAKE WORTH

PIER

LAKE WORTH

BEACH PARK

L A

I D

G E

SR A1A

BRYANT PARK

BOAT RAMP

CITY OF LAKE WORTH BEACH

TOWN OF PALM BEACH

H T

W R

C O

N T

R O

A T

O N

E F

I S

N E

R A

G-07

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

400' 800'0

CONTROL DATA - BONEFISH COVE

A T L A N T I C O C E A N

P A L M B E A C H

C O U N T Y

BONEFISH COVE

I W

H A

N N

E L

CONSTRUCTION

LIMITS

L A K E W O R T H L A G O O N

MP1

MP2 MP3

MP4

MP5 MP6

MP7

MP10

MP11

MP12

MP13

MP9

MP8

MP14

MP15

MP16

MP17

MP18

MP19

MP20

MP21

MP22

MP23 MP24

MP25

MP26

MP27

MP28

MP29

MP30

MP31

MP32

MP33

MP34

MP35

MP36

MP37

MP38

MP39

MP40

MP41

MP42

MP43

MP44

MP45

MP46

MP47

MP48

MP49

MP50

MP51

MP52 MP53

MP54

MP55

MP56

MP57

MP58

MP59

MP60

MP61

MP62

MP63

MP64

MP65

MP66

MP67

MP68

MP69

MP70

MP71

MP72

MP73

MP74

MP75

MP76

MP77

MP78 MP79

MP80

MP81

MP82

MP83

MP84

MP85

MP86

MP87

MP88

MP89

MP90

MP91

MP92

MP93

MP94

MP95

MP96

MP97

MP98 MP99

MP100

B01

B02

CBL

550'

450'

200'

500'

CITY OF LAKE WORTH BEACH

T O

A L

E A

C H

550'

650'

CONSTRUCTION LIMITS

POINT

(X) EASTING

968,764

969,766

969,773

968,574

(Y) NORTHING

828,272

828,225

824,220

824,277

H T

W R

B O

N E

F I S

O V

C O

N S

T R

U C

T I O

L I M

I T

I N

L O

C A

T I O

N S

G E

N E

R A

G-08

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

300' 600'0

PLAN - BONEFISH COVE

CORE BORING

IDENTIFIERB01

AUGER BORING

IDENTIFIER

CB-LWL-1901

MP1

PROBE

IDENTIFIER

LEGEND

REFER TO SPECIFICATION SECTION

00 31 32 GEOTECHNICAL DATA REPORT

P A L M B E A C H

C O U N T Y

BONEFISH COVE

I W

H A

N N

E L

L A K E W O R T H L A G O O N

CONSTRUCTION

LIMITS

A T L A N T I C O C E A N

0+00

5+00

10+00

15+00

20+00

25+00

30+00

33+00

CBL

550'

450'

200'

500'

CITY OF LAKE WORTH BEACH

T O

A L

E A

C H

550'

650'

H T

W R

B O

N E

F I S

O V

E X

I S

T I N

O N

D I T

I O

S T

R U

C T

I O

L I M

I T

G E

N E

R A

G-09

W A

R E

A D

B C

L W

L G

W G

P D

E D

U C

E A

C H

R O

C H

U M

B E

R T

R M

E S

A J

S A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

300' 600'0

PLAN - EXISTING SITE CONDITIONS AND CONSTRUCTION LIMITS - BONEFISH COVE

FO FO

F O

10+0011+0012+0013+00

E E

EXISTING

TOE OF SLOPE

BORROW AREA

(LIMIT OF EXCAVATION)

FIND DMMA

PPB DMMA

LIMIT OF EXCAVATION

EXCAVATION

TOE OF SLOPE

(EL. +0.5')

Y P

EXISTING INTERIOR

ACCESS RAMP

(SEE NOTE 1)

EXISTING UNPAVED ACCESS ROAD

(REPAIR TO PRE-PROJECT CONDITION

FOLLOWING CONSTRUCTION)

BERM CREST, TYP.

(EL. +20.5')

ESTIMATED VOLUME

DMMA

FIND

CUT VOLUME (CU. YD.)

153,600

BERM SLOPE

EXCAVATION

SLOPE

(EXCAVATE FIRST)

EXCAVATION LIMITS

POINT

(X) EASTING

967,678.9

967,910.1

967,926.3

967,934.6

967,994.9

967,885.4

967,764.0

967,344.7

(Y) NORTHING

888,750.2

888,744.1

888,728.8

888,279.0

888,007.9

887,985.8

888,027.6

ELEVATION

0.5

H T

W R

F I N

M M

E X

C A

V A

T I O

L A

C I V

C-01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

E P

B x x

B O

N E

F I S

O V

E S

T O

R A

T I O

L A

O O

P A

N T

L O

R I

EXCAVATION PLAN - FIND DMMA

60' 120'0

1. FINAL GRADE TO INCLUDE TRANSITION TO INTERIOR ACCESS RAMP.

2. EXCAVATION LIMITS TO BE STAKED OUT IN THE FIELD.

3. IF ANY CUT IS MADE INTO THE EXISTING DIKE, STOP WORK IMMEDIATELY

AND CONTACT THE CONTRACTING OFFICER.

F O

W W

W W W

BERM CREST CENTERLINE

POINT

(X) EASTING

967,113.6

967,177.4

967,034.4

967,102.6

967,232.4

967,186.6

967,006.1

966,821.8

966,746.3

966,690.9

966,590.6

966,567.9

966,560.2

966,555.5

966,585.2

966,610.2

966,623.6

966,640.1

966,663.7

966,703.1

(Y) NORTHING

887,820.0

887,704.7

887,396.0

887,274.9

887,231.5

887,126.7

886,983.6

886,991.5

887,023.7

887,054.5

887,148.3

887,178.0

887,212.8

887,279.2

887,382.7

887,492.2

887,581.1

887,620.1

887,705.0

887,766.8

ELEVATION

36.0

23.0

17.0

13.0

14.4

17.7

17.0

20.6

I W

H A

N N

E L

PEANUT ISLAND

PPB DMMA

FIND DMMA

BERM TOE OF SLOPE

(EL. +1.5')

BARGE

LOADING ZONE

(SEE NOTE 4)

STAGING AREA

(SEE NOTE 8)

EXISTING

ASPHALT

HAUL ROAD

EXISTING

BRIDGE

(SEE NOTE 1)

EXISTING BULKHEAD

(SEE NOTE 5)

(SEE NOTE 7)

BERM CREST CENTERLINE

(EL. VARIES; SEE TABLE)

EXISTING ABANDONED

WEIR STRUCTURE

(SEE NOTE 9)

EXISTING

BURIED PIPELINE

ESTIMATED VOLUME

DMMA

PPB

CUT VOLUME (CU. YD.)

277,000

(EXCAVATE SECOND)

EXISTING

DEBRIS

(SEE NOTE 10)

BERM BENCH

EL.=+22.0'

BERM TOE

POINT

(X) EASTING

966,721.8

966,933.1

967,044.7

966,961.9

966,964.3

966,980.8

967,060.7

967,089.2

967,122.8

967,174.6

967,151.9

966,986.7

966,975.9

966,951.9

966,905.2

966,833.6

966,775.4

966,716.9

966,623.4

966,605.2

966,599.3

966,628.0

966,653.1

966,670.2

966,692.9

966,703.7

966,717.4

(Y) NORTHING

887,702.7

887,713.1

887,655.5

887,410.5

887,369.5

887,334.4

887,237.9

887,216.0

887,207.4

887,199.4

887,155.2

887,024.2

887,021.8

887,019.3

887,023.3

887,034.1

887,058.0

887,090.3

887,177.7

887,201.6

887,273.3

887,372.9

887,483.0

887,567.3

887,596.4

887,625.3

887,689.4

ELEVATION

1.5

EXISTING

6" WATERMAIN

EXISTING

4" WATERMAIN

EXISTING

SUBMERGED

PIPELINE EASEMENT

BORROW

AREA

LIMIT OF

EXCAVATION

X: 966949.35

Y: 887773.92

EL: 22.00

X: 967087.05

Y: 887772.52

EL: 22.00

X: 967121.39

Y: 887685.13

EL: 22.00

H T

W R

P P

M M

E X

C A

V A

T I O

L A

C I V

C-02

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

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EXCAVATION PLAN - PPB DMMA

60' 120'0

1. VERIFY BRIDGE LOADING CAPACITY PRIOR TO USE.

2. SEE SHEET G-03 FOR PALM BEACH HARBOR SURVEY NOTES.

3. CLEAR AND GRUB PPB DMMA AND STAGING AREAS.

4. DREDGING AT THE BARGE LOADING AREA IS PROHIBITED.

5. VERIFY BULKHEAD LOADING CAPACITY PRIOR TO USE.

6. SOUNDINGS SHOWN REFERENCED TO MLLW.

7. EXCAVATION BELOW DESIGN BERM ELEVATION ADJACENT TO STAGING

AREA PERMITTED. LOCATION AND METHODOLOGY TO BE COORDINATED

WITH THE CONTRACTING OFFICER. BACKFILL OF BERM TO FINAL GRADE TO

BE COMPLETED IN LIFTS ACCORDING TO SPECIFICATION SECTION 31 00 01.

8. AREA EXTENTS OF STAGING AREA WILL BE PROVIDED IN CAD FORMAT

FOLLOWING THE NOTICE TO PROCEED.

9. REMOVE AND DISPOSE OF ABANDONED WEIR STRUCTURE. SECURELY

COVER PIPE END.

10. REMOVE AND DISPOSE OF ALL MAN-MADE DEBRIS.

11. SEEDING OR SODDING CAN BE DETERMINED BY THE CONTRACTOR, AS

LONG AS REQUIREMENTS ARE MET TO PREVENT EROSION.

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0 1000-100-200-300-400-500

E L E

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(FEET)

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0 1000-100-200-300-400-500-600

E L E

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R L

I N

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V A

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A V

DISTANCE

FROM CL

(FEET)

-10

0 1000-100-200-300-400-500-600

CROSS SECTION AT FIND DMMA STA. 1+00

C-01

50' 100'010' 20'0

CROSS SECTION AT FIND DMMA STA. 5+00

C-01

50' 100'010' 20'0

CROSS SECTION AT FIND DMMA STA. 8+00

C-01

50' 100'010' 20'0

85' OFFSET

VERTICAL HORIZONTAL

BERM

TOE OF SLOPE

(EL. 0.5')

BERM CREST

(EL. 20.5', TYP.)

EXISTING GRADELIMIT OF EXCAVATION

EXCAVATION LIMIT

(EL. 0.5') (SEE NOTE 1)

(SEE NOTE 2)

85' OFFSET

BERM

TOE OF SLOPE

(EL. 0.5')

BERM CREST

(EL. 20.5', TYP.)

(SEE NOTE 2)

85' OFFSET

BERM

TOE OF SLOPE

(EL. 0.5')

BERM CREST

(EL. 20.5', TYP.)

(SEE NOTE 2)

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US Army Corps of Engineers

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1. EXCAVATION NOT TO OCCUR BELOW LIMITS SHOWN. FINAL GRADE MAY BE

LEFT ABOVE LIMITS SHOWN.

2. MINIMUM OFFSET BETWEEN TOE OF EXCAVATION AND BERM CENTERLINE.

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FROM CL

(FEET)

-5

0 100 200 300 400 500 600 700 800 900 10000-100

CROSS SECTION AT PPB DMMA STA. 1+00

C-01

50' 100'010' 20'0

CROSS SECTION AT PPB DMMA STA. 7+00

C-01

50' 100'010' 20'0

CROSS SECTION AT PPB DMMA STA. 10+00

C-01

50' 100'010' 20'0

VERTICAL HORIZONTAL

BERM TOE OF SLOPE

(EL. 1.5')

BERM TOE OF SLOPE

(EL. 1.5')

BERM TOE OF SLOPE

(EL. 1.5')

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EXISTING GRADE

BORROW AREA

LIMIT OF EXCAVATION

EXISTING GRADE

BORROW AREA

LIMIT OF EXCAVATION

EXISTING GRADE

BORROW AREA

LIMIT OF EXCAVATION

EXCAVATION LIMIT

(EL. 1.5') (SEE NOTE 1)

BERM CREST

ELEV. ON C-02

SLOPE 1V:50H

TYP.

VEGETATE ON SLOPE OF FINAL GRADE, TYP.

(SEE SPECIFICATION SECTION 32 92 19)

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US Army Corps of Engineers

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1. EXCAVATION NOT TO OCCUR BELOW LIMITS SHOWN. FINAL GRADE MAY BE

LEFT ABOVE LIMITS SHOWN.

2. DESIGN SLOPES INDICATED ARE MEASURED PERPENDICULAR TO BERM

CREST CENTERLINE. SLOPE LINES SHOWN MAY VARY DUE TO CROSS

SECTION NOT BEING PERPENDICULAR TO BERM CREST CENTERLINE.

-11

-1

-13

-1

-11

-9

-7

-6

-7

-11

-8

-7

-6

-8

-9

-8

-6

-7

-5

-4

-5

-7

-11

-14

-1

-10

-12

-14

-1

-5

C -06

C-06

C -07

C H

A N

N E

BONEFISH COVE

POINT

BN-1A

BN-1B

BN-3A

BN-3B

NORTHING

827,278.1

827,313.9

825,170.8

825,206.3

EASTING

969,340.2

969,388.3

969,146.5

969,195.1

BIRD MOUND

CENTERLINE

POINT

TABLE

L A K E W O R T H L A G O O N

OYSTER REEF DETAIL EXAMPLES

NOT TO SCALE

(L27 TO L33)

(L1 TO L26)

25'

50'

APPROX.

TOE OF FILL

-5.5 FT

CONTOUR

LINE

-3.5 FT

CONTOUR

LINE

OYSTER REEF

(SEE DETAIL 4 SHT C-08)

WAVEBREAK

(SEE DETAIL 3 SHT C-08)

BIRD MOUND

(SEE DETAILS 1-2 SHT C-08)

CBL

1V:20H

1V:6H

APPROXIMATE LOCATION

OF TURBIDITY CURTAIN

CENTERLINE

POINT

CENTERLINE POINT

1V:1.5H

L22

L29

L30

L31

L32 L33

L27

L28

OYSTER REEF CENTERLINE POINT TABLE

POINT

DIRECTION

N25°E

S56°W

S30°E

N90°E

S90°E

N90°W

S24°E

S65°W

NORTHING

827,665

827,627

827,669

826,680

826,784

826,906

826,750

826,868

826,941

EASTING

969,329

969,419

969,225

969,293

969,325

969,370

969,231

969,230

969,306

OYSTER REEF CENTERLINE POINT TABLE

POINT

L10

L11

L12

L13

L14

L15

L16

L17

L18

DIRECTION

N62°E

S20°E

N90°W

S26°E

S90°E

N82°E

S78°E

N77°E

S23°E

NORTHING

826,938

827,044

827,043

827,153

825,550

825,658

825,811

825,686

825,753

EASTING

969,139

969,340

969,220

969,309

969,209

969,257

969,325

969,079

969,174

OYSTER REEF CENTERLINE POINT TABLE

POINT

L19

L20

L21

L22

L23

L24

L25

L26

L27

DIRECTION

S90°W

N77°E

S90°W

S00°W

S17°E

N28°W

S90°E

N26°W

S02°W

NORTHING

825,815

825,837

825,931

825,921

826,035

825,010

825,030

825,062

827,516

EASTING

969,255

969,086

969,180

969,296

969,281

969,022

969,101

969,200

969,468

OYSTER REEF CENTERLINE POINT TABLE

POINT

L28

L29

L30

L31

L32

L33

DIRECTION

S02°W

NORTHING

827,407

826,490

826,384

826,275

825,390

825,291

EASTING

969,480

969,443

969,438

969,430

969,299

WAVEBREAK

CENTERLINE

POINT

TABLE

POINT

NORTHING

827,513

827,576

827,634

827,607

827,585

827,552

827,470

827,276

827,172

827,173

827,305

826,516

826,573

826,604

826,588

826,532

826,446

826,268

826,160

826,120

826,086

826,125

826,193

825,415

825,478

825,535

825,509

825,487

825,453

825,372

825,177

825,073

825,074

825,206

EASTING

969,442

969,357

969,287

969,232

969,192

969,176

969,157

969,151

969,194

969,258

969,435

969,426

969,393

969,316

969,247

969,182

969,149

969,113

969,123

969,156

969,286

969,370

969,408

969,261

969,176

969,106

969,051

969,011

968,994

968,975

968,970

969,013

969,077

969,254

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SITE PLAN - BONEFISH COVE

150' 300'0

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0 100 200 300 400 5000-100-200-300-400-500

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RANGE (FEET)

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0 100 200 300 400 5000-100-200-300-400-500

C B

L C

B L

C B

CROSS SECTION AT BONEFISH COVE STA. 6+70

C-02

50' 100'05' 10'0

VERTICAL HORIZONTAL

CROSS SECTION AT BONEFISH COVE STA. 11+00

C-02

50' 100'05' 10'0

VERTICAL HORIZONTAL

CROSS SECTION AT BONEFISH COVE STA. 17+50

C-02

50' 100'05' 10'0

VERTICAL HORIZONTAL

WAVEBREAK CREST

(EL. +2.5')

MANGROVE SHELF

(EL. -0.5')

EL. -5.5'

OYSTER REEF CREST

(EL. +1.0')

MANGROVE SHELF

(EL. -0.5')

WAVEBREAK CREST

(EL. +2.5')

EXISTING BOTTOM

LOWER SHELF

(EL. -3.5')

EL. -5.5'

MANGROVE LIMITS

LOWER SHELF

(EL. -3.5')

LOWER SHELF

(EL. -3.5')

(SEE DETAILED LAYOUT TO RIGHT)

APPROX. BOTTOM OF MUCK

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1. VERTICAL TOLERANCE OF FILL = +0.5 FT FOR MANGROVE LIMITS AND

ADJACENT 1V:6H SLOPE. FOR ALL OTHER AREAS, VERTICAL TOLERANCE =

+0.5 FT AND -0.5 FT (SEE NOTE 2 FOR COMPENSATING VOLUME ALLOWANCE).

2. COMPENSATING VOLUME ALLOWANCE: VERTICAL TOLERANCE OF FILL ALONG

1V:30H SLOPE IS UP TO ELEV. -3.0 FT AND CAN BE USED TO ACCOUNT FOR

POTENTIAL MISSING QUANTITY BELOW THE DESIGN GRADE ALONG THE

ADJACENT 1V:6H SLOPE. TOTAL QUANTITY NOT TO EXCEED +0.5 FT VERTICAL

TOLERANCE ALONG BOTH SLOPES.

3. FOR FILL PLACEMENT METHOD, REFER TO SECTION 35 41 01 BONEFISH COVE

FILL AND COMPACTION.

4. DISPLACE ANY MUD/MUCK (UNSATISFACTORY MATERIAL) ENCOUNTERED

BELOW EXISTING GRADE WITHIN THE LIMITS OF THE FILL. REFER TO

SPECIFICATION SECTION 00 31 32 GEOTECHNICAL DATA REPORT. FILL PER

SPECIFICATION 35 41 01.

TYPICAL MANGROVE PLANTING LAYOUT

NOT TO SCALE

36" O.C.

MAX

36" O.C.

MAX

18" O.C. STAGGERED MAX

SEE SPECIFICATION SECTION 32 93 00

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0 100 200 300 400 5000-100-200-300-400-500

E L

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RANGE (FEET)

-15

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-15

-10

0 100 200 300 400 5000-100-200-300-400-500

C B

L C

B L

CROSS SECTION AT BONEFISH COVE STA. 21+50

C-02

50' 100'05' 10'0

VERTICAL HORIZONTAL

CROSS SECTION AT BONEFISH COVE STA. 27+00

C-02

50' 100'05' 10'0

VERTICAL HORIZONTAL

OYSTER REEF CREST

(EL. +1.0')

EXISTING BOTTOM

EL. -5.5'

MANGROVE SHELF

(EL. -0.5')

WAVEBREAK CREST

(EL. +2.5')

LOWER SHELF

(EL. -3.5')

LOWER SHELF

(EL. -3.5')

MANGROVE LIMITS

(SEE DETAILED LAYOUT ON PREVIOUS SHEET)

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1. VERTICAL TOLERANCE OF FILL = +0.5 FT FOR MANGROVE LIMITS AND

ADJACENT 1V:6H SLOPE. FOR ALL OTHER AREAS, VERTICAL TOLERANCE =

+0.5 FT AND -0.5 FT (SEE NOTE 2 FOR COMPENSATING VOLUME ALLOWANCE).

2. COMPENSATING VOLUME ALLOWANCE: VERTICAL TOLERANCE OF FILL ALONG

1V:30H SLOPE IS UP TO ELEV. -3.0 FT AND CAN BE USED TO ACCOUNT FOR

POTENTIAL MISSING QUANTITY BELOW THE DESIGN GRADE ALONG THE

ADJACENT 1V:6H SLOPE. TOTAL QUANTITY NOT TO EXCEED +0.5 FT VERTICAL

TOLERANCE ALONG BOTH SLOPES.

3. FOR FILL PLACEMENT METHOD, REFER TO SECTION 35 41 01 BONEFISH COVE

FILL AND COMPACTION.

4. DISPLACE ANY MUD/MUCK (UNSATISFACTORY MATERIAL) ENCOUNTERED

BELOW EXISTING GRADE WITHIN THE LIMITS OF THE FILL. REFER TO

SPECIFICATION SECTION 00 31 32 GEOTECHNICAL DATA REPORT. FILL PER

SPECIFICATION 35 41 01.

BIRD MOUND DETAIL (WIDTH)

60 FT 12 FT

BIRD MOUND DETAIL (LENGTH)

NOT TO SCALE NOT TO SCALE

EL. = -0.5

CREST EL. = +4.0

EL. = -0.5

GEOTEXTILE

BIRD MOUND CORE STONEBIRD MOUND CORE STONE

BIRD MOUND TOP LAYER STONE

6" TO 12" LAYER

BIRD MOUND TOP LAYER STONE

CREST EL. = +3.0

GEOTEXTILE WRAPPED 2'

AROUND STONE INTO

CORE STRUCTURE

(TYPICAL)

GEOTEXTILE WRAPPED 2'

AROUND STONE INTO

CORE STRUCTURE

(TYPICAL)

2 FT

MIN

2 FT

MIN

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1. SEE SECTION 31 05 19.13 FOR GEOTEXTILE REQUIREMENTS.

2. SEE SECTION 35 31 19 FOR STONE PROTECTION REQUIREMENTS FOR

RIPRAP WAVEBREAK, OYSTER REEF, AND BIRD MOUND MATERIALS.

3. EXPOSED STONES ALONG CREST AND SEAWARD SLOPE TO BE CONSTRUCTED

OF LARGEST 50% OF STONES.

TOLERANCES

NAME

WAVEBREAK STONE

OYSTER REEF STONE

BIRD MOUND CORE STONE

BIRD MOUND TOP LAYER STONE

MATERIAL ABOVE NEATLINE BELOW NEATLINE

R 1500

R 150

R 20

#89 STONE

1.0 FT

0.5 FT

0.0 FT

WAVEBREAK DETAIL (WIDTH)

OYSTER REEF DETAIL (WIDTH)

2' 4'0 3' 6'0

5 FT

8 FT

17 FT

1.5

EL. = -3.5

TOE EL. = -2.5

CREST EL. = +2.5

MINIMUM OF TWO

STONES WIDE AT CREST

ONE LAYER OF STONE

COVERING GEOTEXTILE

TWO LAYERS OF STONE TO COVER

GEOTEXTILE. STONES TO TRANSITION

BETWEEN TOE STONES AND WAVEBREAK

(SEE NOTE 3)

GEOTEXTILE

EL. = -0.5

WAVEBREAK STONE

(SEE NOTE 3)

1.5

CREST EL. = +1.0

ONE LAYER OF STONE

COVERING GEOTEXTILE

GEOTEXTILE

EL. = -3.5

OYSTER REEF STONE

NOTE: TOLERANCE FOR ALL STRUCTURES MEASURED PERPENDICULAR TO NEATLINE

0.5 FT

WAVEBREAK

CENTERLINE POINT

2 FT

MIN

GEOTEXTILE WRAPPED

2' AROUND STONE INTO

STRUCTURE (TYPICAL)

2 FT

MIN

GEOTEXTILE WRAPPED

2' AROUND STONE INTO

STRUCTURE (TYPICAL)

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Sheets and Views

447752-PBCLWL-GI001-G-01

447752-PBCLWL-GI002-G-02

447752-PBCLWL-GI003-G-03

447752-PBCLWL-GI004-G-04

447752-PBCLWL-GI005-G-05

447752-PBCLWL-GI006-G-06

447752-PBCLWL-GI007-G-07

447752-PBCLWL-GI008-G-08

447752-PBCLWL-GI009-G-09

447752-PBCLWL-C-101-C-01

447752-PBCLWL-C-102-C-02

447752-PBCLWL-C-303-C-03

447752-PBCLWL-C-304-C-04

447752-PBCLWL-C-105-C-05

447752-PBCLWL-C-306-C-06

447752-PBCLWL-C-307-C-07

447752-PBCLWL-C-108-C-08

447752-PBCLWL-R-001-R-01

447752-PBCLWL-R-002-R-02

File details come from the government source that posted it. Updated Jun 8, 2023.